International Research Journal of Innovations in Engineering and Technology - IRJIET International Open Access, Monthly, Peer Reviewed, Reputed Journal ISSN (online): 2581-3048

Impact Factor (2025): 6.9

DOI Prefix: 10.47001/IRJIET

Slope Stability Analysis Using RMR and SMR Techniques in Cut Slopes, Dum Dum Parai, Kodaikanal, India

Abstract

Landslides are among the major natural disasters in the world. In hilly terrains of India, including Himalayan mountains landslides have been a major and widely spread natural disasters that strike life and property almost perennially and occupy a position of major concern. The present study of slope stability analysis by using Rock Mass Rating (RMR) techniques with Slope Mass Rating (SMR) in and around Dum Dum Parai area of Kodaikanal, Dindigul District, Tamil Nadu involves in collecting the data from different sources. Pre-field data are collected such as selection of location, Base map, climatic condition, etc., On-field data are acquired by collecting the samples from different places where failures obtained. Post-Field data are done by testing the samples which are collected and obtaining the compressive strength for the rock and rock quality rating. Slope stability analysis is done by using the methods of Rock Mass Rating techniques with SMR. Based on the rock quality parameters and predicted slope stability conditions.  Finally, Remedial measures are to be taken in the necessary places where required and remedial measures such as decreasing the degree of slope and designed retaining walls.

Country : India

1 Kannan. M2 Syed Rafyuddin3 Vasanthakumar. V4 John Adams. R

  1. Professor, Dept. of Civil Engineering, Parisutham Institute of Technology and Science, Thanjavur, Tamilnadu, India
  2. UG student, Department of Civil Engineering, Parisutham Institute of Technology and Science, Thanjavur, Tamilnadu, India
  3. UG student, Department of Civil Engineering, Parisutham Institute of Technology and Science, Thanjavur, Tamilnadu, India
  4. UG student, Department of Civil Engineering, Parisutham Institute of Technology and Science, Thanjavur, Tamilnadu, India

IRJIET, Volume 6, Issue 2, February 2022 pp. 5-12

doi.org/10.47001/IRJIET/2022.602002

Full Paper
Download

References

  1. ASTM (1988)."Standard Guide for using the Rock Mass Rating (RMR) System (Geomechanics Classification) in Engineering Practices." American Society for Testing and Materials, Book of Standards D5878-08, v.04.09, Philadelphia, PA.
  2. Kiefer, HE Karaca, DC Lagoudas, I Karaman “Journal of Magnetism and magnetic materials, 312 (1), 164-175,2007.
  3. Barton N (2002) Some new Q-value correlations to assist in site characterization and tunnel design. Int J Rock Mech Min Sci 39:185–216.
  4. Bieniawski ZT (1973) Engineering classification of jointed rock masses. Trans S AfrInst Civ Eng 5(12):335–343.
  5. Bieniawski ZT. Engineering classification of jointed rock masses.Trans. S. Afr. Inst. Civ. Eng. 1973; 15: 355-3344.
  6. Bieniawski ZT. Engineering Rock Mass Classifications.Wiley, New York 1989.
  7. Bieniawski, Z. T. (1978). "Determining rock mass deformability". Int. J. Rock Mech. Min. Sci: v. 15, 335–343.
  8. Bieniawski, Z. T. (1989). Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering. Wiley-Interscience. pp. 40–47. ISBN 0-471-60172-1.
  9. Boyd RD (1993) Elastic properties of jointed rock masses with regard to their rock mass rating value. In: Cripps JC et al (eds) The engineering geology of weak rock. Balkema, Rotterdam, pp 329–336.
  10. Cai M, Kaiser PK, Uno H, Tasaka Y, Minami M (2004) Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system.Int J Rock Mech Min Sci 41:3–19.
  11. Digvijay P. Salunkhe, GuruprasdChvan,  Rupa N. Bartakke and Pooja R Kothavale (2017) “An Overview on Methods for Slope Stability Analysis”.
  12. Dr. M. Kannan, S. RajasekarRao and Syed Murtaza Ahmed, 2019, “Slope Stability Analysis by using SMR and CFC Techniques in and Around of Sirumalai, Dindigul District” International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181, Volume 7,  (11), 1-7.
  13. E Hoek, C. T. Carranza-Torres, C. T. Carranza-Torres, Evert, 2002, “Hoek-Brown Failure Criterion” Proc. NARMS-TAC Conference, Toronto, 2002, 1, 267-273.
  14. Gokceoglu, C., Sonmez, H., and Ercanoglu, M., 2003. Discontinuity controlled probabilistic slope failure risk maps of the Altindag (settlement) region in Turkey. Engineering Geology, Vol. 55, pp.277–296.
  15. Hoek E (1994) Strength of rock and rock masses. ISRM New J 2(2):4–16.
  16. Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci 40:701–710.
  17. Hoek E, Diederichs MS (2006) Empirical estimation of rock mass modulus. Int J Rock Mech Min Sci 43:203–215.
  18. IbnuRusydy,  Nafisah Al-Huda , M. Fahmi and Naufal Effendi, 2019,” Kinematic Analysis and Rock Mass Classifications for Rock Slope Failure at USAID Highways”, Structural Durability & Health Monitoring, volume 13, (4), 380-398.
  19. IS 11315 (Part 11). Core recovery and rock quality, Bureau of Indian standards, New Delhi 1987.
  20. IS 11315 Part 11 (1987) Method for quantitative description of discontinuities in rock mass: part 11—number of discontinuity.Bureau of Indian Standards, New Delhi, p 8.
  21. IS 11315 Part 2 (1987) Method for quantitative description of discontinuities in rock mass: part 2—spacing. Bureau of Indian Standards, New Delhi, p 8.
  22. IS 11315 Part 4 (1987) Method for quantitative description of discontinuities in rock mass: part 4—condition of discontinuity. Bureau of Indian Standards, New Delhi, p 8.
  23. IS 11315 Part 8 (1987) Method for quantitative description of discontinuities in rock mass: part 8—seepage. Bureau of Indian Standards, New Delhi, p 8.
  24. IS 13365 (Part 1). Quantitative classification systems of rock mass guidelines: Part 1 Rock Mass Rating (RMR) for predicting Engineering Properties 1998.
  25. IS 8764: 1998. Method of determination of point load strength index of rocks, Bureau of Indian standards, New Delhi.
  26. J. L. Justo, E. Justo, J. M. Azan, P. Durand, A. Morales, 2010, “The Use of Rock Mass Classification Systems to Estimate the Modulus and Strength of Jointed Rock” Rock Mech Rock Eng, volume 6, (43), 287-304.
  27. Kayabasi A, Gokceoglu C, Ercanoglu M (2003) Estimating the deformation modulus of rock masses: a comparative study. Int J Rock Mech Min Sci 40:55–63.
  28. Martin S. Brook and Erin Hutchinson, 2008, ”Application of rock mass classification techniques to weak rock masses: A case study from the RuahineRange, North Island, New Zealand”,   Canadian Geotechnical Journal, volume 11, (45), 800-811.
  29. McMahon MD, McMahon BK (1980) Foundation investigation and monitoring. Structural foundations in rock. Balkema, Rotterdam, pp 153–160.
  30. Mitri HS, Edrissi R, Henning J (1994) Finite element modelling of cable-bolted slopes in hard rock ground mines. In: Presented at the SME annual meeting. Albuquerque, New Mexico, pp 94–116.
  31. Nicholson GA, Bieniawski ZT (1990) A nonlinear deformation modulus based on rock mass classification. Int J Min GeolEng 8:181–202.
  32. Palmstro¨m A, Singh R (2001), The deformation modulus of rock masses—comparisons between in situ tests and indirect estimates. Tunnel Undergr Space Technol 16:1.
  33. Qin Feng-yan, Yang Fu-lian, Wu Kun-ming,GeHai-yu and  Zhengzhi, 2016, ” Slope Stability Evaluation and Rock Mechanics Parameter Based on GSI”, Electronic Journal of Geotechnical Engineering, volume 21, (14), 4545-4554.
  34. R.K. Umrao,M. Ahmad,  T.N.Singh (2011)“Stability Analysis of Cut Slopes using Continuous Slope Mass Rating and  Kinematic Analysis in Rudraprayag District, Uttarakhand.
  35. Romana M. New adjustment ratings for application of Bieniawski classification to slopes. Proceedings of the International Symposium on the Role of Rock Mechanics in Excavations for Mining and Civil Works. International Society of Rock Mechanics, Zacatecas 1985; 195; 49–53.
  36. S. Sarkar, D. P. Kanungo and Sandeep Kumar (2012), “Rock Mass Classification and Slope Stability Assessment of Road Cut Slopes in Garhwal Himalaya, India”, Geotechnical and Geological Engineering, DOI 10.1007/s10706-012-9501-x.
  37. Saranaathan S. E., 2015, “Different research techniques and models in rock mass rating and slope stability analysis” Journal of Chemical and Pharmaceutical Research, volume 7, (7), 160-168.
  38. Serafim JL, Pereira JP (1983) Considerations on the geomechanical classification of Beniawski: experience from case histories. In: Proceedings of symposium on engineering geology and underground openings, Lisbon, pp 1133–114.
  39. Sonmez H, Gokceoglu C, Nefesalioglu HA, Kayabasi A (2006) Estimation of rock modulus: for intact rocks with an artificial neural network and for rock masses with a new empirical equation. Int J Rock Mech Min Sci 43:224–235.
  40. Sonmez H, Gokceoglu C, Ulusay R (2004), “Indirect determination of the modulus of deformation of rock masses based on GSI system”, Int J Rock Mech Min Sci 41:849–857.
  41. Sonmez H, Ulusay R (1999) Modifications to the geological strength index (GSI) and their applicability to stability of slopes. Int J Rock Mech Min Sci 36:743–760.
  42. Sylvia Kashyap (2020) “Stability of Slopes for Dam Excavation by Slope Mass Rating in the Pare Hydroelectric Project, International Journal of Engineering Research and Technology (IJERT), 9 (2), 640-646.

Copyright @ 2026-2017 IRJIET. All Right Reserved.

Developed by Byzero Technologies